# VETASSESS TECHNICAL INTERVIEW — SELF-PRACTICE PACK
## Carpenter · CPC30220 · Pathway 2 Stage 2 · File P26MC85241

**Upload this whole file to Claude or ChatGPT on your phone. Then send the message in
Section 1. It will interview you.**

Built 2026-08-06 from the VETASSESS Video Guide CPC30220 v1.4 (their own assessment
criteria), the Pathway 2 process pages, and Michael's actual work history.

---

# SECTION 1 — PASTE THIS TO START THE INTERVIEW

> You are a VETASSESS technical assessor conducting a Stage 2 Technical Interview for a
> Carpenter skills assessment under CPC30220. I am the candidate, Michael Mc Loughlin.
>
> Run the interview using the question bank in this document. Rules:
>
> 1. Ask **ONE question at a time**. Never more. Wait for my answer.
> 2. After each answer, do three things in this order:
>    - **MARK IT**: PASS / BORDERLINE / FAIL
>    - **TELL ME STRAIGHT** what was missing, vague, or wrong. Do not be polite about it.
>      If I used a non-Australian term, correct it.
>    - **GIVE ME THE MODEL ANSWER** in full, the way an assessor wants to hear it.
> 3. Then ask the next question.
> 4. Start with Section 4 (my videos), then Section 5, then rotate through 6 to 11.
> 5. Every 10 questions, give me a running score and name my weakest area.
> 6. If I say "DRILL [topic]", ask five questions in a row on that topic only.
> 7. If I say "MOCK", run 20 questions with no feedback until the end, then mark the lot.
>
> I am a real tradesman with 30 years on the tools. Do not simplify. Do not encourage me
> when I have not earned it. My assessment is in English and there is no interpreter, so
> pull me up on vocabulary every time.
>
> Ask me the first question now.

---

# SECTION 2 — WHO I AM (context for the assessor)

- **Michael Rocco Mc Loughlin**, DOB 23/09/1981, Irish. File **P26MC85241**, TRA26/777588738.
- **30 years in construction.** Started as a **steelfixer** — rebar, mesh, structural
  reinforcement. Then ~5 years **formwork carpentry**. Many years as **supervisor / foreman**
  on civils sites.
- **Australian work history:**
  - Quickway Constructions, NSW, 2010–2011
  - Mattcom Telecommunications (Quickway entity), 2012
  - DTMT Construction (Delmere Holdings Pty Ltd), 2012–2015 — payslip job class **CARPENTER**
  - Hazel Rock Pty Ltd, VIC, Oct 2023 – Oct 2024 — **West Gate Tunnel**
  - Ivers Civil Contractors, VIC, Oct 2024 – Apr 2025
  - LF Construction Services, NSW, Jul 2025 – present — civils, bids and delivery
- **Holds**: Cert III Carpentry (Australian), White Card, High Risk Work card.

### THE THING TO WATCH

**My background is civils — formwork, setting out, concrete, rebar. CPC30220 is a general
carpentry qualification and leans domestic: wall frames, doors, roofs, fixing.**

Judy already had two of my videos rejected because concrete kerb work *"does not align with
your occupation scope"* — a Carpenter under ANZSCO is timber.

**So the risk in this interview is not the formwork questions. It is the domestic frame,
door and roof questions I have not done every day for years.** Weight the practice there.
When you find a weak area in Sections 6–8, drill it hard.

---

# SECTION 3 — WHAT THE INTERVIEW ACTUALLY IS

From VETASSESS's own material:

- **Stage 2 of Pathway 2.** Stage 1 was Documentary Evidence — that is done and paid.
- *"An assessor will ask you a range of questions about the skills and knowledge required to
  work in your occupation."*
- **Approximately one hour.**
- *"All assessments are held in English and no interpreter is allowed."*
- The Video Guide states the videos also exist to **"help prepare you for your future
  technical interview, which will also be conducted in English."**

### They will mark my English as well as my trade

Verbatim from the Video Guide, I must use correct English terms for:
- **Tool names**
- **Descriptions of the tasks I am performing**
- **Measurements (numbers, colours, units)**

**So: say the Australian word.** Not the Irish one, not the site slang.

| say this | not this |
|---|---|
| noggings | dwangs |
| stud | upright |
| bottom plate / top plate | sole plate / head |
| string line | builder's line |
| set out | mark out |
| formwork | shuttering |
| skirting | baseboard |
| architrave | casing |
| rebate / trench (for hinges) | housing |
| Gyprock / plasterboard | drywall |
| tie-down | strapping |

Metric always. **mm for anything under a metre.** Say "ninety by forty-five", not
"four by two". Say "six hundred centres", not "two foot".

---

# SECTION 4 — MY VIDEOS (they will open here — know these cold)

VETASSESS required **three videos from five options**. The assessor has watched them and
**will ask me to explain what I did and why.** These are the five options and the exact
skills VETASSESS listed against each.

### Option 1 — Set out the perimeter of a building or structure
Their checklist:
- Installed **pegs, hurdles or profiles** to establish building reference lines
- Established the corners with **building/string lines**
- Applied **squaring or triangulation** to establish right angles and **checked diagonals**
  to confirm square

### Option 2 — Construct and erect load-bearing wall frames
- Measured and marked out wall locations
- Measured and cut timber for **top and bottom plates, studs, noggings and lintels**
- Constructed and erected the frame, **plumbed and aligned and secured**, braced if required

### Option 3 — Hang a hinged or swinging door and door jamb
- Measured and cut **door jamb components** accurately
- Marked hinge positions and **trenched** them on door and jamb
- Installed and fixed the jamb **square and level**, door with **correct margins all sides**

### Option 4 — Construct/erect formwork for a concrete ground slab
- Set out formwork dimensions using **hurdles/pegs and string lines** to establish squareness
- Measured and cut materials to suit slab layout
- Installed **stakes and bracing** to correct dimensions and **checked for correct height**

### Option 5 — Repairing or refurbishing existing structures
- Identified the damaged component and **dismantled or removed** parts requiring repair
- **Prepared, repaired or replaced** the damaged component
- **Secured and completed** the repair with appropriate finishing

**Questions the assessor will ask about my own videos:**

1. Talk me through what you did in video one, step by step.
2. Why did you choose that method over another?
3. What were the dimensions, and how did you check them?
4. How did you confirm it was square?
5. What tolerance were you working to?
6. What would you have done differently if the ground was sloping?
7. What PPE were you wearing and why that selection?
8. What hazards did you identify before you started?
9. What tools did you use — name every one of them.
10. Who checked your work, and against what?

---

# SECTION 5 — SETTING OUT (my strongest area — bank these marks)

**Q. How do you set out the perimeter of a building?**
> Check the site plan and locate the datum and the boundary offsets. Establish the building
> line from a known reference — a boundary peg or an existing structure. Drive pegs at the
> corners, then set up **profiles or hurdles** clear of the excavation, about a metre back,
> so they are not disturbed when you dig. Run **string lines** between the profiles to
> represent the wall faces. Square the set-out by **3-4-5 triangulation** or by measuring the
> **diagonals** — on a rectangle the diagonals must be equal. Then check overall dimensions
> against the plan before anything gets dug or poured.

**Q. Explain 3-4-5.**
> A right-angle check from Pythagoras. Measure three metres along one line, four metres along
> the line at right angles to it, and the hypotenuse between those two points must be five
> metres. If it is not five, the corner is not square. On a bigger set-out I scale it up —
> 6-8-10 or 9-12-15 — because the longer the legs, the more accurate the angle.

**Q. Why check diagonals as well?**
> 3-4-5 proves one corner square. Equal diagonals prove the whole rectangle is square and
> that the opposite sides are equal length. You can have a square corner and still have a
> parallelogram if a side is out.

**Q. What is a datum?**
> A fixed reference point of known height that everything else on the job is levelled from.
> It might be a survey mark, a peg concreted in, or a mark on an existing structure. You set
> it once, protect it, and take all your levels from it so everything ties back to the same
> reference.

**Q. What tools do you level with?**
> **Automatic level (dumpy) and staff** for accuracy over distance. **Laser level** — rotating
> for site work, line laser inside. **Spirit level** for short runs. **Water level** where
> there is no line of sight. Always **check the instrument** before you rely on it — two-peg
> test on a dumpy level.

**Q. What is a two-peg test?**
> A check that the level is reading true. Set two pegs a known distance apart, take readings
> from exactly midway between them, then move the instrument close to one peg and read both
> again. The difference between the two sets of readings should be the same. If it is not,
> the instrument is out of collimation and needs adjusting.

**Q. Ground falls away across the site. What do you do?**
> Set out off the datum, not off the ground. Establish the finished level from the plan, then
> work out cut and fill from there. Step the formwork or the footings if the fall is
> significant, and check the drawings for a stepped footing detail. Never assume the ground is
> a level reference.

---

# SECTION 6 — WALL FRAMES (weak area — DRILL THIS)

**Q. What are the components of a load-bearing wall frame?**
> **Bottom plate**, **top plate**, **studs**, **noggings** (the horizontal blocking between
> studs), **lintels** over openings, **jamb studs** and **trimmers** at openings, and
> **bracing**. In a load-bearing wall the top plate may be doubled depending on the span and
> the load above.

**Q. What stud spacing do you use?**
> **450mm or 600mm centres**, set by the load, the wind classification and the lining
> material. 600 centres is common for single storey; 450 where loads are higher or the
> cladding requires it. AS 1684 span tables set it — you do not guess it.

**Q. Which standard covers timber wall frames in Australia?**
> **AS 1684 — Residential Timber-Framed Construction.** It is called up by the **National
> Construction Code**. It gives the span tables for studs, plates, lintels and rafters, plus
> bracing and tie-down requirements based on wind classification.

**Q. What is a nogging for?**
> It stiffens the studs against buckling, stops them twisting, and gives a fixing for the
> lining sheets and for anything fixed to the wall. Usually one row at mid-height on a
> standard wall, staggered or in line depending on the fixing detail.

**Q. What is a lintel and how do you size it?**
> A structural member over an opening carrying the load above and transferring it to the jamb
> studs each side. Size comes from the **AS 1684 span tables** — you need the span, the load
> width, whether it carries roof only or roof and floor, and the timber grade. Never eyeball
> it.

**Q. Why brace a frame, and what types?**
> To resist lateral wind load and stop the frame racking. Types: **metal strap or angle
> bracing** tensioned diagonally, **plywood or structural sheet bracing** fixed to a
> nominated nailing pattern, and **let-in timber bracing** on older work. The quantity and
> type come from AS 1684 based on the **wind classification** — N1 to N6 in normal areas, C1
> to C4 in cyclonic.

**Q. What is tie-down and why does it matter?**
> Fixing that holds the structure down against uplift from wind. Runs as a continuous load
> path from the roof, through the frame, to the slab or footing — rafter to top plate, stud
> to plates, bottom plate to slab. Uses **framing anchors, strapping, rod tie-down or
> masonry anchors**. Without a continuous path the roof lifts and takes the frame with it.

**Q. How do you plumb and align a frame?**
> Stand and temporarily brace it. Plumb the ends with a level or laser, then run a string
> line along the top plate and pack or push the frame until it is straight. Check the frame is
> square before standing — measure the diagonals on the deck. Then fix the bottom plate and
> permanently brace.

**Q. Timber grades — what do you use?**
> **MGP10, MGP12, MGP15** — machine graded pine, most common in framing. **F5, F7, F17** — F
> grades, F17 usually hardwood for heavier structural work. The grade is stamped on the
> timber and it must match what the span table and the plans call for.

**Q. Treatment levels?**
> **H1** inside, above ground, protected. **H2** inside, termite protection. **H3** outside
> above ground. **H4** in ground contact. **H5** in ground, critical or heavy wet use — piles,
> retaining. **H6** marine. Wrong treatment level in the wrong place is a defect and it will
> fail.

---

# SECTION 7 — HANGING A DOOR (weak area — DRILL THIS)

**Q. Talk me through hanging a door in a new jamb.**
> Check the opening is plumb, square and the right size. Make up the jamb — two stiles and a
> head, housed or fixed together, width to suit the wall thickness. Stand the jamb in the
> opening, **plumb the hinge side first**, pack behind at the fixing points so you do not bow
> it, fix off. Check the head is level and the jamb is square by measuring diagonals or
> testing with the door. Then mark the hinges, **trench** them, hang the door, and check the
> **margins**.

**Q. What margins?**
> About **2 to 3mm** down the sides and across the top — consistent all the way round. Bottom
> clearance depends on the floor finish, typically **5 to 10mm**, more if there is carpet or
> a seal. The margin must be even; a tapering gap is the first thing an assessor looks at.

**Q. Where do the hinges go?**
> Standard is **three hinges** on a solid or fire door, **two** on a light hollow-core.
> Roughly **150mm to 200mm from the top**, the same from the bottom, and the third centred —
> or set slightly above centre to help resist warp. Keep them clear of the rails on a panel
> door.

**Q. How do you trench a hinge?**
> Mark the hinge position on the door and the jamb, square the lines across, and mark the
> depth to the **thickness of the hinge leaf** so it sits flush. Cut the shoulders with a
> chisel or a router with a template, pare out the waste, and test the hinge sits flush. Too
> deep and the door binds on the jamb; too shallow and it will not close.

**Q. Door binds on the lock side. What is wrong?**
> Usually the hinges are trenched too deep, so the door is pushed across the opening. Pack
> behind the hinge leaf to bring it out. If it binds at the top on the hinge side, the top
> hinge may be too deep or the jamb is out of plumb.

**Q. Door swings open or shut on its own?**
> The jamb is out of plumb on the hinge side, so the door is falling to the low side. Re-plumb
> the jamb.

---

# SECTION 8 — FORMWORK AND CONCRETE (my home ground)

**Q. Which standard covers formwork?**
> **AS 3610 — Formwork for Concrete.** Concrete structures generally are **AS 3600**.

**Q. What does formwork have to do?**
> Hold the concrete in the right position, to the right shape and dimensions, to the specified
> surface finish, and stay there safely until the concrete can carry itself. It has to resist
> the **hydrostatic pressure** of wet concrete, the placing loads, and any construction
> traffic.

**Q. What governs the pressure on the form?**
> **Rate of placement, concrete temperature, height of pour, workability and vibration.**
> Faster pour, colder concrete and more vibration all push the pressure up. A tall pour placed
> quickly is what blows forms out.

**Q. Set out formwork for a ground slab.**
> Establish the datum and the building line. Set pegs and **hurdles or profiles** clear of the
> pour. Run **string lines** for the slab edges. Square it by diagonals. Set the form height
> to the finished slab level off the datum, check with a level along the whole run. Fix the
> forms to **stakes** driven outside the pour, brace them, and check dimensions and diagonals
> again before any steel goes in.

**Q. Why bracing and kickers?**
> Bracing stops the form deflecting or moving under pressure. Kickers hold the base of the
> form in position so it cannot creep out at the bottom when the concrete goes in — that is
> what causes a slab edge to belly.

**Q. When do you strip?**
> When the concrete has enough strength to carry its own weight and any load on it. Vertical
> faces come off earlier than soffits. Time depends on the mix, temperature and curing, and
> the specification or the engineer sets it. **Stripping early is how you get structural
> failure**, so it is not a decision you make on the ground on your own.

**Q. What is a release agent for?**
> So the form releases cleanly without damaging the concrete face or the form. Applied evenly
> — too much stains the concrete and interferes with any finish going on later.

**Q. Rebar — what do you check before a pour?**
> Bar size, spacing, number of bars, lap lengths, and **cover**. Cover is critical — it
> protects the steel from corrosion and it is set by the exposure classification in AS 3600.
> Check the chairs and spacers are right and the steel cannot be trodden down during the pour.
> Then it gets inspected and signed off before concrete is ordered.

*(Note: this is my strongest area and it is also the area VETASSESS said "does not align with
your occupation scope" for a Carpenter. Answer these confidently, but do not steer every
answer back to civils. If asked a domestic question, answer the domestic question.)*

---

# SECTION 9 — SAFETY (they will test this hard, and it is easy marks)

**Q. What do you do before starting a task?**
> Check the **SWMS** — Safe Work Method Statement — for the task, and confirm I have been
> inducted into it. Walk the area, identify hazards, check the exclusion zones, confirm my
> permits if it is high-risk work, check my tools and PPE, and confirm the emergency
> arrangements. If something has changed since the SWMS was written, stop and get it reviewed.

**Q. What is a SWMS and when is one legally required?**
> A Safe Work Method Statement setting out the high-risk activity, the hazards, the controls
> and how the controls are monitored. Required for **high-risk construction work** — working
> at height above two metres, work near live services, demolition, confined spaces, work near
> traffic, structural alterations requiring temporary support, and others.

**Q. Hierarchy of control?**
> **Eliminate, substitute, isolate, engineering controls, administrative controls, PPE.** In
> that order. PPE is the last line, not the first.

**Q. PPE for carpentry?**
> Hard hat, safety glasses, hi-vis, steel cap boots, gloves, hearing protection for power
> tools, and **respiratory protection** for dust. Specifically **P2 minimum for silica** when
> cutting or grinding concrete, and dust extraction or water suppression on the tool.

**Q. Silica — why does it matter?**
> Cutting concrete, masonry or engineered stone releases **respirable crystalline silica**,
> which causes silicosis and lung cancer. Controls are **on-tool water suppression or dust
> extraction**, P2 respiratory protection, exclusion of others from the area, and health
> monitoring. It is a notifiable health risk and enforcement is strict.

**Q. Working at heights?**
> Anything above **two metres** is high-risk construction work. Control by elimination first,
> then a working platform with edge protection, then fall arrest as a last resort. Scaffold
> must be erected by a ticketed scaffolder above four metres and tagged before use — **check
> the tag before you step on it**.

**Q. Nail gun safety?**
> Never point it at anyone, never carry it with a finger on the trigger, disconnect from the
> air or remove the battery before clearing a jam or adjusting, use sequential trip rather
> than contact trip where possible, and eye protection every time. Check the workpiece for
> what is behind it before you fire.

**Q. You find something you think is asbestos?**
> **Stop work immediately.** Do not disturb it. Isolate the area, tell the supervisor, and it
> does not resume until it has been identified by a competent person and, if it is asbestos,
> removed by a licensed removalist under a control plan.

**Q. Who is responsible for safety?**
> Everyone, but the **PCBU** — person conducting a business or undertaking — carries the
> primary duty. Workers must take reasonable care of themselves and others and follow
> reasonable instruction. As a supervisor I also have a duty to make sure the people under me
> are competent, inducted and supervised.

---

# SECTION 10 — TOOLS, MATERIALS AND MEASUREMENT

**Q. Name the hand tools you use daily.**
> Claw hammer, tape measure, **combination square**, **framing square**, **spirit level**,
> string line, chalk line, chisels, hand saw, block plane, nail punch, bevel, marking gauge,
> plumb bob, utility knife.

**Q. Power tools?**
> **Circular saw**, **mitre/drop saw**, **table saw**, **jigsaw**, **reciprocating saw**,
> impact driver, drill, **router**, planer, **nail gun**, angle grinder, **rotary hammer**,
> laser level.

**Q. How do you check a tool before use?**
> Look at the lead and plug for damage, check the **test and tag** is current, check guards
> operate freely and are not tied back, check the blade is sharp, the right type and fitted
> the right way round, and that the fence or depth setting is locked. If it is faulty, tag it
> out and take it out of service.

**Q. Calculate the timber for a wall.**
> Length of wall divided by the stud centres, plus one for the end, plus extras for openings —
> jamb studs and trimmers each side. Plates are the wall length top and bottom, doubled if the
> top plate is doubled. Noggings are the number of stud bays times the bay width. Then add a
> waste allowance, usually five to ten percent.

**Q. Work out the area and volume of a slab.**
> Area is length times width in square metres. Volume is area times thickness in metres, which
> gives cubic metres. A slab ten by six at 100mm thick is 60 square metres times 0.1, which is
> **6 cubic metres**. Then add for thickenings, edge beams and a waste allowance.

**Q. What units do you work in?**
> **Millimetres** for anything under a metre, **metres** for longer runs and levels, **square
> metres** for area, **cubic metres** for concrete volume, **kilograms and tonnes** for
> weight. Everything metric.

---

# SECTION 11 — QUALITY, PLANS AND WORKING IN AUSTRALIA

**Q. What is the NCC?**
> The **National Construction Code**. It sets the minimum requirements for safety, health,
> amenity and sustainability for buildings in Australia. Volume 1 covers commercial, Volume 2
> covers housing. It calls up Australian Standards like AS 1684 and AS 3600.

**Q. What do you check on a set of drawings before starting?**
> The **revision** — that I am on the latest issue. The scale, the dimensions, the levels and
> the datum, the specification notes, and any details or sections that apply to my part. Then
> I cross-check the drawing against what is actually on site, because they do not always
> agree.

**Q. Drawing does not match the site. What do you do?**
> **Stop and raise it.** Do not build it and hope. Report it to the supervisor or the engineer
> and get it resolved in writing — an **RFI**. Building to a drawing you know is wrong makes
> it your problem.

**Q. What is an ITP?**
> **Inspection and Test Plan.** It sets out the inspection points for a work activity — what
> gets checked, against what criteria, by whom, and what record is kept. It has **hold points**
> where work cannot proceed until it is signed off, and witness points where someone is given
> the chance to attend.

**Q. What is a hold point?**
> A point where work **must stop** until the nominated person has inspected and signed off.
> Steel inspection before a pour is the classic one — once the concrete is in, nobody can see
> whether the steel was right.

**Q. How do you make sure your work meets tolerance?**
> Know the tolerance before I start, from the specification. Measure and check as I go, not
> at the end. Use the right instrument for the accuracy required, check the instrument itself,
> and record the checks where the ITP requires it.

**Q. Working in a team on an Australian site?**
> Toolbox talk at the start of the shift, know the day's plan and who else is working around
> me, keep the area clean, communicate changes, and speak up if something is unsafe —
> **anyone can stop the job**. Report near-misses, not just injuries.

---

# SECTION 12 — THE QUESTIONS THAT CATCH PEOPLE OUT

Practise these until they are automatic. They are about judgement, not facts.

1. Tell me about a time you found a mistake in your own work. What did you do?
2. What would you do if your supervisor told you to do something you thought was unsafe?
3. How do you know when a job is finished to standard?
4. What is the most difficult carpentry task you have done, and why?
5. How do you plan a day's work?
6. How do you calculate what materials to order, and what do you do with the offcuts?
7. What is the difference between what you did in Ireland and what you do here?
8. How do you keep up to date with changes to the codes?
9. You are behind programme and the boss wants it quicker. What do you do?
10. Why do you want the skills assessment?

**On number 10 — answer it straight.** For a permanent visa to keep working in Australian
construction. Do not over-explain and do not mention the deadline unless asked.

---

# SECTION 13 — HOW TO USE THIS

**First pass:** work Sections 5 to 11 in order. Let the AI mark every answer.

**Second pass:** say `DRILL wall frames`, then `DRILL doors`. Those are the weak spots.

**Third pass:** say `MOCK`. Twenty questions, no feedback until the end.

**Do it out loud, in English, standing up.** The interview is spoken, it is an hour long, and
there is no interpreter. Reading answers on a screen is not the same skill as saying them to
a stranger on a phone line.

**Two rules for the day:**
- If you do not know, say **"I would check the span tables"** or **"I would ask the engineer"**.
  That is a competent tradesman's answer. Guessing is not.
- **Slow down.** Most people fail these on communication, not on trade knowledge.